Abstract
A mature transport infrastructure such as that in the UK is often intensively used, but has key elements that were built without the benefit of a modern understanding of soil mechanics and geotechnical design. Operation of any transport infrastructure network is critically dependent on the performance of such elements, in particular cutting and embankment slopes. In a temperate European climate, seasonal winter wetting and summer drying impose potentially onerous cycles of loading that can precipitate both ultimate and serviceability failures, especially in vegetated slopes. Seasonal shrinkage and swelling of clay fill railway embankments can directly disturb railway track geometry, resulting in train speed restrictions that disrupt normal operations. Very wet winter periods can cause result in slope failures requiring closure of the line for repair and in some cases potentially serious train derailments. As part of an ongoing long-term research programme, observations from field instrumentation are being used to understand how weather and vegetation drive changes in water content and pore water pressure in the earthworks, in turn leading to ground movements. The field observations have also been used to develop and calibrate numerical models able to replicate weather-driven pore water pressure changes and slope failure. The lecture will summarise recent progress, and show how historical and current weather event sequences have been applied using the models developed to understand and assess slope deterioration processes under future climate scenarios up to and including the 2080s.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Andrei A (2000) Embankment stabilisation works between Rayners Lane and South Harrow underground stations. Ground Eng 33(1):24–26
Briggs KM, Loveridge FA, Glendinning S (2017) Failures in transport infrastructure embankments. Eng Geol 219:107–117
Briggs K, Smethurst JA, Powrie W, O’Brien AS (2016) The influence of tree root water uptake on the long term hydrology of a clay fill railway embankment. Transp Geotech 9:31–48. https://doi.org/10.1016/j.trgeo.2016.06.001
Briggs KM, Smethurst JA, Powrie W, O’Brien AS (2013a) Wet winter pore pressures in railway embankments. Proc Inst Civ Eng Geotech Eng 166(5), 451–465. https://doi.org/10.1680/geng.11.00106
Briggs KM, Smethurst JA, Powrie W, O’Brien AS, Butcher D (2013b) Managing the extent of tree removal from railway earthwork slopes. Ecol Eng 61(Part C), 690–696. https://doi.org/10.1016/j.ecoleng.2012.12.076
Clarke D, Smethurst J (2010) Effects of climate change on cycles of wetting and drying in engineered clay slopes in England. Q J Eng Geol Hydrogeol 43(4):473–486. https://doi.org/10.1144/1470-9236/08-106
Dixon N, Crosby CJ, Stirling R, Hughes PN, Smethurst JA, Briggs K, Hughes D, Gunn D, Hobbs P, Loveridge L, Glendinning S, Dijkstra T, Hudson A (2018) In situ measurements of near surface hydraulic conductivity in engineered clay slopes. Under Rev Q J Eng Geol Hydrogeol
Heppell J, Payvandi S, Zygalakis KC, Smethurst JA, Fliege J, Roose T (2014) Validation of a spatial-temporal soil water movement and plant water uptake model. Géotechnique 64(7):526–539. https://doi.org/10.1680/geot.13.P.142
Hulme M, Jenkins GJ, Lu X et al (2002) Climate change scenarios for the United Kingdom: the UKCIP02 scientific report. Tyndall centre for climate change research, school of environmental sciences, university of East Anglia, Norwich
Jenkins GJ, Murphy JM, Sexton DMH, Lowe JA, Jones P, Kilsby CG (2010) UK Climate Projections: Briefing report. Version 2, December 2010. Met Office Hadley Centre, Exeter, UK
Kovacevic N, Potts DM, Vaughan PR (2001) Progressive failure in clay embankments due to seasonal climate change. In: Proceedings of the 15th International Conference on Soil Mechanics and Geotechnical Engineering, Istanbul, vol 3, pp 2127–2130
Loveridge FA, Spink TW, O’Brien AS, Briggs KM, Butcher D (2010) The impact of climate and climate change on UK infrastructure slopes. Q J Eng Geol Hydrogeol 43(4):461–472
National House Building Council (NHBC) (2007) National House Building Council Standards, Chap. 4.2, Building Near Trees. NHBC, Milton Keynes
O’Brien AS (2007) Rehabilitation of urban railways – investigation, analysis, and stabilisation. In: Cuellar V, Dapena E, Alonso E et al (eds) Proceedings of the 14th European conference on soil mechanics and geotechnical engineering, vol. 1, Madrid. Millpress, Rotterdam, pp 125–143
Ridley A, McGinnity B, Vaughan P (2004) Role of pore water pressures in embankment stability. Proc Inst Civ Eng Geotech Eng 157(4):193–198
Skempton AW (1996) Embankments and cuttings on the early railway. Constr Hist 11:33–49
Smethurst JA, Briggs KM, Powrie W, Ridley A, Butcher DJE (2015) Mechanical and hydrological impacts of tree removal on a clay fill railway embankment. Géotechnique 65(11):869–882. https://doi.org/10.1680/geot.14.P.010
Smethurst JA, Clarke D, Powrie W (2006) Seasonal changes in pore water pressure in a grass covered cut slope in London clay. Géotechnique 56(8):523–537. https://doi.org/10.1680/geot.2006.56.8.523
Smethurst JA, Clarke D, Powrie W (2012) Factors controlling the seasonal variation in soil water content and pore water pressures within a lightly vegetated clay slope. Géotechnique 62(5):429–446. https://doi.org/10.1680/geot.10.p.097
Vaughan PR, Kovacevic N, Potts D (2004) Then and now: some comments on the design and analysis of slopes and embankments. In: Advances in geotechnical engineering: proceedings of the Skempton conference, Imperial College, London, vol. 1, pp 241–290
Woodman N, Smethurst JA, iSMART authors (2018). Synthetic weather data for modelling long term deterioration in geotechnical assets (in preparation)
Acknowledgements
The work presented in this paper was funded by Network Rail (Hawkwell embankment study), and the UK Engineering and Physical Sciences Research Council (EPSRC) grant numbers GR/R72341, EP/F063482 and EP/K027050. Kevin Briggs work as an EngD student at Southampton was funded by EPSRC and Mott MacDonald. Support from Highways England with monitoring at the Newbury site is also gratefully acknowledged.
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2019 Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Powrie, W., Smethurst, J. (2019). Climate and Vegetation Impacts on Infrastructure Cuttings and Embankments. In: Zhan, L., Chen, Y., Bouazza, A. (eds) Proceedings of the 8th International Congress on Environmental Geotechnics Volume 1. ICEG 2018. Environmental Science and Engineering(). Springer, Singapore. https://doi.org/10.1007/978-981-13-2221-1_7
Download citation
DOI: https://doi.org/10.1007/978-981-13-2221-1_7
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-13-2220-4
Online ISBN: 978-981-13-2221-1
eBook Packages: Earth and Environmental ScienceEarth and Environmental Science (R0)